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210806_001 Verification Plot Plan · OPW22/0166
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US IL: 13.559 3 3 1 .2
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S ( 1 1 1 1.7D Traffic Pit Toe of Bank
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3 . 8 2 . 6 6 ) Sewer D(*) Drainage line
8 33 1 .7 1 . 7
.0 . 13 5 24 10 9. S(*) Sewer Line Open Drain
15 14 23 3 .6 . 4 2
US IL: 12.297 2. 5 .9
4
Valve Manhole
. 1 9
//
14 5 1 13 .2 Inspection Opening Field Inlet
0
11 40
8
.1 .8
15 2 13 7 9. Manhole Downpipe
4 .1 1 9 0 .2 Communications
15
1 .7 .4 1 Electrical
13 13 6
9
.3 E(*) Electricity Line C(*) Communication Line
11 13 .3
7 55
. . 1 9 . 3 5
1 1 9. EOH Overhead Line TOH Overhead Line
15 8 4 3 3 1 3 1 Pits/Manholes Pits/Manholes
.1 1 . .4
14 13 26 10 06 Pole Pillar
3. 9. 63 Street Light Gas
8.
//
2 4 1 7 8 1 Light In-Ground
1 7 2 9.
G(*) Gas Line
3.
14
5 0
.0
1 4. 3 .0 1 . 31 Water Valve
1.9 1 11
100 14 16 13
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0
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605 W(*) Water Line Marker
79 4. 10
13
. 1 8 7 Meter
SP305332 14 . 0 66 Valve
12 .1 7 94 8. SP195871
9.
11
95 13
13
. .0 H Fire Hydrant
1
12 1
.4
9 Tap Subsurface Utility -QL
3 0 9 Sprinkler * Quality A (H±50mm,V±50mm)
.9
10
* (A)
//
3 .2
8 .6 12 10 Fuel * (B) * Quality B (H±300mm,V±500mm)
.2 12 66
12
70 8.
7
12 . 7 P(*) Fuel Line * (C) * Quality C (H±300mm,2D)
8
98 39 12 2 .5 9 9 7 9 .6 Fitting * (D) * Quality D (Exist Record)
. . 1 3 . 8 .
1 12 .6 12 .80 10 5 40
4 1 4 12 .2 9.
8
3
.8 .1 .4 12 10
11 12 12 8
12
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5 1 .5 70
1 .4 12 9.
// 9
.1 2 12 4 NOTES:
.2 12 .8
12 12 10 26 58
.8
3 1 2 24 9. 6.
.0 .1 2. 45 17 1. Drawn to scale on an A3 sheet.
11 2 . .
.8
5
1
12
.0
3 1 2
.1
6
1
9
.2
5 12 10 2. Contour Interval... 0.25m
12 12 72
11 SP195871 3 3 9. 3. All levels are in metres on the Australian Height
.
3 21 12 6 Datum referred to Site benchmark
.9
7
.0
2 12
. 0
12
.
12
. 2 2
10
. 4
93
9.
46 602 (Screw in Kerb - RL 16.86m) provided
11 12
12
9. SP188268
//
22 A
by Project Urban - Drawing No 10018.
11
1
6 .0 48
65
.9 12 9. 36 4. All Boundaries are vide title and subject See the original
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Section 2
to
80 11 27 34 6.
t
0 8 712
9.
Em
.
10
2 . . 9 1 . 9 0 confirmation by survey.
7 6 . 1
20
.7 1 .6 1 9 2 1 1
1 .8 1 4 5. The Location of Underground services are in
33 92 7 11 .8 79
.8 1 8 .3 1
RP
.7 9.
13 3.7 13 11 74 10 52 accordance with AS5488:2019, the Australian
7
. 8 7
3 9.
D 3 .6
5 1
6 1
13
11
1 1.
9
12
.0
4 1 0.
2
41
Standard for classification of Subsurface Utility
1 .8 .1
12
.8 9. Information (SUI). The exact nature and location
//
SP195871 13 14 3 13 12 10
8
14
.7
. . of these services should be confirmed prior to
14 1
13
12 .1
7
13 .2 10 construction.
14 2 99
.2 1 2 9. 98
10
4 . 1 1 . 0 10 6. Area vide title : 5881m²
9
83 1 4 .8 1 9. 17 6.
14
. 1 3 1
13 1
8 3 8 0. .14 7. Field Survey Completed on 08/07/2021.
5 . 1 . 7 2 7 . 0 1
.7 12 .1 10 10
13 .1 11
13 12 55
06 33 9.
//
. . 4 6
13 9 10 9. 606
.4
7 .3 48
12 9. 77
13 6 0 . 9 1 9. 90
1 . 0 5. SP195871
. 05 1 1
9 4 5 1 Level datum: AHD Derived (8001SK RL 16.860)
4 .
11
3
12
1 5 2 . 9 9 . 9 Horiz datum: MGA Derived DCDB ((07/2021))
. 3 9 3
12 .0 4
10
11 9. Coord Origin: DCDB (NW Cor Site)
6
3 5 GDA System: GDA94 Coordinate System: Plane 1:1
0
3
10
.
9.
5 43 45 Meridian: -0°00'23" SP305332
//
2 .0 9.
E 11
.8 11 9.
98
7
9 8 5. Title:
SP195871
VERIFICATION PLOT
Lot 9 on SP195871
16 Serenity Cl
Noosa Heads
Client: Settler's Cove Project Office
Locality: Noosa Heads
Local Gov: Sunshine Coast Regional Council
Surveyed By: TD Approved: BMH
Scale 1:500 Date Created: 12/07/21 Scale: 1:500
File Ref: 210806
0m 5 10 15 20 25 30 35 40 45 50 Plan No: 210806_001_VER Rev: A
Page 1 of 1 A3
[OCR of page images]
> BENNETT+ BENNETT
PO Box 5021, GCMC QLD 9726
Ph: (07) 5631 8000
[email protected]
Surveying, Town Planning & Spatial Services.
GOLD COAST | BRISBANE | SUNSHINE COAST | IPSWICH
www.bennettandbennett.com.au
ek - :
US IL: 11. 95871 A Pe : Tern
= Pea 7 ~, ; r ——— kerb Back Driveway
DS IL: 11.129} - a Kerb Invert - Footpath
es AF ee Se a , Edge of Bitumen ————— Slab Edge
he ; ; Edge of Gravel Retaining Wall Base
mad Road Crown Retaining Wall Top
Traffic Park Meter Change of Grade
Traffic Light Top of Bank
Traffic Pit ~ Toe of Bank
Traffic Sign Waterline
Traffic Post Box ~ Garden Edge
: Creek Toe of Bank
OF Building Line Greek Top of Bank
= ° nd Roof Ridgeline reek Inver
{DS IL: 7.853 , Fence Line Creek Waterline
Cer ty 4 i a= Gate Tree
. 5 ——— Hand Rail = Tree Canopy
~ Oe ae Cattle Grid Control PoinvPSM
: a "7 Bollard
r oo f
DS IL: 12.286 4 Sens zm a Drainage line
| 122 ie 2, ie gets , Sewer Line Open Brain
. \ Valve lanhole
US IL 12.297 we Pe > Inspection Opening Field Inlet
d : st Wg Manhole Downpipe
. , Pe / Communications
P / . . 2 t Electricity Line © —C("— Communication Line
Overhead Line —Tor— Overhead Line
Pits/Manholes (add Gaal caa_Pits/Manholes
Pole © Pilar
Street Light Gas
Light In-Ground Gas Line
Valve
Water Line Marker
Meter
Valve
Fire Hydrant
Tap Subsurface Utilly -OL
Sprinkler * Quality A (H#50mm,V#50mm)
* Quality B (H#300mm,V500mm)
Fuel Line * Quality C (H#300mm,2D)
Fitting : * Quality D (Exist Record)
NOTES:
1. Drawn to scale on an A3 sheet.
2. Contour Interval... 0.25m
3. All levels are in metres on the Australian Height
Datum referred to Site benchmark
(Screw in Kerb - RL 16.86m) provided
by Project Urban - Drawing No 10018.
. All Boundaries are vide title and subject to
confirmation by survey.
. The Location of Underground services are in
accordance with AS5488:2019, the Australian
Standard for classification of Subsurface Utili
Information (SUI). The exact nature and location
of these services should be confirmed prior to
construction.
. Area vide : 5881m?
. Field Survey Completed on 08/07/2021.
Level datum: AHD Derived (8001SK RL 16.860)
Horiz datum: MGA Derived DCDB ((07/2021))
Coord Origin: DCDB (NW Cor Site)
GDA System: GDA94 Coordinate System: Plane 1:1
Meridian: -0°00'23" SP305332
Title:
VERIFICATION PLOT
Lot 9 on SP195871
16 Serenity Cl
Noosa Heads
Client: Settler's Cove Project Office
Noosa Heads
Sunshine Coast Regional Council
Surveyed By: TD Approve: BMH
Date Created: 12/07/21 Scale: ———_—*1:500_
File Ret 210806
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